Uniform Building Code Standards |
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Page 87
... piece and one third or more summerwood . Rings are to be measured on a representative radial line and the contrasting color between summerwood and springwood must be distinctive ; also , Douglas fir pieces averaging less than six annual ...
... piece and one third or more summerwood . Rings are to be measured on a representative radial line and the contrasting color between summerwood and springwood must be distinctive ; also , Douglas fir pieces averaging less than six annual ...
Page 128
... pieces of otherwise exceptional quality which may contain slightly larger knots than those shown . Black knots must be smooth , sound , tight and small . An occasional piece may have the following : two small fixed knots or one angling ...
... pieces of otherwise exceptional quality which may contain slightly larger knots than those shown . Black knots must be smooth , sound , tight and small . An occasional piece may have the following : two small fixed knots or one angling ...
Page 133
... pieces of otherwise high quality ; two medium seasoning checks or equivalent smaller in a 1 - inch by 8 - inch by 12 - foot piece ; slight torn or raised grain ; medium skip on back limited to one fourth of the length , medium on edge ...
... pieces of otherwise high quality ; two medium seasoning checks or equivalent smaller in a 1 - inch by 8 - inch by 12 - foot piece ; slight torn or raised grain ; medium skip on back limited to one fourth of the length , medium on edge ...
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Uniform Building Code Standards International Conference of Building Officials No preview available - 1979 |
Common terms and phrases
½ inch accordance adhesive admixture aggregate allowable load applied average axis beam bending bolt BUILDING CODE STANDARD cement characteristics coating combination compression members compressive strength concrete concrete masonry units conform connector cross section deck determined diameter dimensions Douglas fir E-rated edge end joints equivalent exceed feet fiber flange glue glued holes joists knots laminations lams length less lumber manufactured material maximum measured medium method minimum modulus of elasticity moisture content mortar nominal panel parallel percent permitted perpendicular piece pitch plate plywood portland cement pounds per square pozzolan procedures ratio requirements roof sample sapwood shakes shear shear strength sheet slope of grain spaced span specified splits square inch steel stiffeners stress Structural surface Table temperature tensile tensile strength tension laminations test specimens thickness Type U.B.C. Standard Uniform Building Code values veneer weight welds wide face wire wood failure yield strength Zone